TECHNICAL PAPERS
Oct 15, 2004

Improving the Ductility of Knee Joints between Rectangular Hollow Sections

Publication: Journal of Structural Engineering
Volume 130, Issue 11

Abstract

This paper proposes a new welding-based solution that significantly increases the rotation capacity of a stiffened welded knee joint between cold-formed rectangular hollow sections under opening moment. The proposed solution is more economical than the use of internal sleeves and can be applied to new as well as existing structures. The solution involves the use of extra layers of weld on the inner (tension) flange of a stiffened welded knee joint. Laboratory test results are presented to demonstrate that the solution enabled such a joint between DuraGal C450 150×50×4 or 150×50×5 rectangular hollow sections manufactured to AS 1163 to satisfy the rotation capacity requirement specified for plastic design of steel frames. The reason why the new solution results in increased rotation capacities is explained in terms of strain redistribution and strain reduction in the tensile regions around the knee joints.

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References

1.
American Institute of Steel Construction (AISC). (2000). Load and resistance factor design specification for structural steel buildings Chicago.
2.
Baker, J.F., and Eickhoff, K.G. (1956). “A test on a pitched roof portal.” Proc., 5th Congress of the Int. Association for Bridge and Structural Engineering, Lisbon, Spain.
3.
Baker, J.F., and Roderick, J.W. (1952). “Tests on full-scale portal frames.” Proc., Institution of Civil Engineers (London), Part 1, Vol. 1, 71–94.
4.
European Committee for Standardisation (CEN). (1993). Eurocode 3: Design of steel structures, Part 1.1-General rules and rules for buildings, Brussels, Belgium.
5.
Gurney, T.R. (1979). Fatigue of welded structures, 2nd Ed., Cambridge University Press, Cambridge, U.K.
7.
Hibbit, Karlsson and Sorensen Inc. (1998). ABAQUS Version 5.8 manual, Pawtucket, R.I.
8.
Hrennikoff, A. P. (1965). “Importance of strain hardening in plastic design.” J. Struct. Div. ASCE, 91(4), 23–34.
9.
Key, P.W., and Hancock, G.J. (1985). “An experimental investigation of the column behaviour of cold-formed square hollow sections.” Research Rep. No. R493, School of Civil and Mining Engineering, University of Sydney, Australia.
10.
Korol, R. M., and Hudoba, J. (1972). “Plastic behavior of hollow structural sections.” J. Struct. Div. ASCE, 98(5), 1007–1023.
11.
Lay, M. G., and Smith, P. D. (1965). “Role of strain hardening in plastic design.” J. Struct. Div. ASCE, 91(3), 25–43.
12.
OneSteel Market Mills (2002). “Examination of buffer welds for Sydney University.” Laboratory Rep. No. LRQ 02/21, Pipe & Tube, OneSteel Market Mills, Newcastle, Australia.
13.
OneSteel Market Mills (2003a). “Examination of buffer welds—Supplementary report.” Laboratory Rep. No. LRQ 02/21, Pipe & Tube, OneSteel Market Mills, Newcastle, Australia.
14.
OneSteel Market Mills (2003b). “Examination of buffer welds for Sydney University.” Laboratory Rep. No. LRQ 02/21b, Pipe & Tube, OneSteel Market Mills, Newcastle, Australia.
15.
Standards Australia (SA). (1991a). “Structural steel hollow sections.” AS 1163-1991, Sydney, Australia.
16.
Standards Australia (SA). (1991b). “Methods for tensile testing of metals.” AS 1391-1991, Sydney, Australia.
17.
Standards Australia (SA). (1998). “Steel structures.” AS 4100-1998, Sydney, Australia.
18.
Standards Australia/Standards New Zealand (SA/SNZ). (1996). “Welding—Electrodes-Gas Metal Arc-Ferritic Steel Electrodes.” AS/NZS 2717.1:1996, Sydney, Australia.
19.
Standards Australia/Standards New Zealand (SA/SNZ). (2000). “Structural steel welding—Part 1: Welding of steel structures.” AS/NZS 1554:1:2000, Sydney, Australia.
20.
Teh, L.H., and Hancock, G.J. (2003). “Improving the rotation capacities of stiffened welded knee joints between DuraGal® C450 rectangular hollow sections.” Research Rep. No. R832, Department of Civil Engineering, University of Sydney, Australia.
21.
Wilkinson, T. (1999). “The plastic behaviour of cold-formed rectangular hollow sections.” PhD thesis, Department of Civil Engineering, University of Sydney, Australia.
22.
Wilkinson, T., and Hancock, G. J. (1998). “Tests to examine compact web slenderness of cold-formed RHS.” J. Struct. Eng., 124(10), 1166–1174.
23.
Wilkinson, T., and Hancock, G. J. (2000a). “Tests to examine plastic behaviour of knee joints in cold-formed RHS.” J. Struct. Eng., 126(3), 297–305.
24.
Wilkinson, T., and Hancock, G.J. (2000b). “Effect of GMAW on the mechanical properties of in-line galvanised cold-formed steel.” Proc., 48th WTIA Annual Conf., Melbourne, Welding Technology Institute of Australia and Cooperative Research Centre for Welded Structures, Paper No. 35.
25.
Zhao, X. L., and Hancock, G. J. (1991). “Tests to determine the plate slenderness limits for cold-formed rectangular hollow sections of grade C450.” J. Aust. Inst. Steel Const., 25(4), 2–16.

Information & Authors

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 130Issue 11November 2004
Pages: 1790 - 1798

History

Published online: Oct 15, 2004
Published in print: Nov 2004

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Authors

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Lip H. Teh
Honorary Associate, Dept. of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.
Gregory J. Hancock
Bluescope Steel Professor of Steel Structures, Dept. of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

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